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ND HIGHWAY 13 over WILD RICE RIVER

Map 

Coordinates:
+46.26167, -96.70500
46°15'42" N, 96°42'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ND HIGHWAY 13 over WILD RICE RIVER
Structure number:0013386302 L
Location:4 WEST OF WAHPETON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.0 ft. [13.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,650 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:61.7 tons [56.1 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.8GoodGoodVery GoodVery Good-2650
October 201399.8GoodGoodVery GoodVery Good-2650
November 201199.8GoodVery GoodVery GoodVery Good-2650
January 201099.8GoodVery GoodExcellentExcellent-2650
November 200799.8GoodVery GoodExcellentExcellent-2650
January 200699.8GoodVery GoodExcellentExcellent-2650
November 200399.8GoodVery GoodExcellentExcellent-2650
200099.8GoodExcellentExcellentExcellent-2650